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1415 OST.-W.BARN. RD - Health
1415 Osf' Marstons 1Vlills 1 rr No. V � ��' M1%+'� �4J J FEE COMMONWEALTH Of MASSACHUSETTS cuz— T451CHEALTH D . -b&LN 5�bL-E Board of HealtTIZAMI MA. APPLICATION FOP DISP03 NW0,MMUCTION PERMIT Application for a Permit to Construct( ) RepairV Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components SC6-rr h V J) 1lc'. Location - } 1 y v5 os 1. W,,3*PSTA61�r- Owner's Name O5�- Map/Parcel# `'L(o /7jS '" Address �� C6 -Aj&jj 6A-,,, Lot# Telephone# .09 - Sci,,33 Installer's Name 13 l/CL � � ra✓er Designer's Name )Ow^ Cae2 eA5,Yvee'fw" Iy�C Address 50'� /Ono! J!'T &-Ie�`l r Address "V\- I A. Ojs b Pe s t (7-t 6 h Telephone# O00_ d-8.-��a � j(2- Li Sm I Typeo-Building VETINA-n'1 6L-1N.c l- � -V-A \0 Lot Size -5`0At- sq.ft. Dwelling-No.of Bedrooms N A Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures ,5- (-& co NN �d Vh� CA\SJ)r,1 - CbjAN Design Flow (min.required) gpd Calculated design flow Design flow provided gpd Plan: Date 3"� "0 Number of sheets ^ Revision Date Title GJ n-IE7 Pt-AN of 441Li 15/I`{ oST. W. BARN, (LD, W65f P>Aw Description ofSoil(s) l!5E FXvST• -SY57t-M Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation V SC- EX\53.5Y67eAA DESCRIPTION OF REPAIRS OR ALTERATIONS rLC-04 CZ Lor!rt Et,1 '1YLr41�.�5 ^(b EX�51lN(r S6PT\L SYSTEM W 1I1�.C- �Xy°iT N(r C L�N lL lS T?-C='3VIL:T. (2E CC-rrTLY 0V2NE> 1N FI(LE -Y-b 35C- 2C3vt17) The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agr es to no place em in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date ' S bZ 00 IVA, a Inspectons � sy�tt�T 4 N UfI,/`�l ^ mrl ' FEE �v �MTOONWEALTH Of MASSACHUSETTS � -W N`5�>LE Board of Healt1,, N� l� MA U APPLICATION FOR ISPOSAL SYST CONSTRUCTION PERMIT Appl anon for a Permit to Construct( ) Repair Upgrade Abandon( ❑Complete System ❑Individual Component -- c Sr,'oT1' �t►1on- �('c, Location } 1 S OS 1• W•W, tj%-1 E • Owner's Name Map;Parcel# 1 um /�jS -� Address 1715 65 4/&.JI �f,A - Lot# Telephone# .08 - Installer's Name Designer's Name )OLJ^ (a e H ',I Address �� !pn�/J Qs�l/t//�� Address �aytiel n. � � PC- �3q 97-6h YPVT,w Telephone# o� �8-ssa �� - '�62 L{ C�4 I Type ot"Building E-rl^z A-0- C t-•I N`( /KE N NC t-- v^,P• a Lot Size -5 Lot _" sq.ft. Dwelling-No. of Bedrooms N 1A Garbage•grinder ( ) -� Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures ONIZIVX EX��T�r.J(r I o Ct1�� E ..Design Flow(min.required) gpd Calculated design flow Design flow provided gpd Plan: Date -S--L' —001 Number of sheets � Revision Date ti Title GjITF7-.--ILAP4 OF -41415/(9%I O!M w• 13APt4, (LD W(-W' bA1AJS-i-A(jk-C, /OCI . ,, nDescription ofSoil(s) V5E FX\SI•• SY57Z-M w„ Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation V V- EJf\q S,A;MM �Fl DESCRIPTION OF REPAIRS OR ALTERATIONS CMFft(f6n�c< (ZEf�4 (z GoNNEcT �me-p(tAAA' - T DESCRIPTION OF "TU- 5�TNL S'ySTfM WNI\.0 +` IC 1S• 12C t3yI►-T �ZECCrr► VR-NE-i> Ir\ FIA-C- 1 -rb $C (LC-njyt 1_T� The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE,.5 and s? further agr es to not place th $em in operation until a Certificate of Compliance has been issued by the Board of Health. 69 � d Si ned Date /�/ 'L°fo75 �00f ` G Inspections No. dl} `0� FEE Ioo COMMONWEALTH OF MASSACHUSETTS 5 G Board of Health, CA 7L / . MA. d CERTIFICATE OF COMPLIANCE Description of Work: dividual Component(s)onent(s) 0 Complete System l r. P �" P P Ys The' ndersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired (Upgraded ( ),Abandoned,( ) at lt//5 ,05?• �! ten• • "��S r/ has been installed in accordance with the pr visio s of 310 CMR 15.00 (Title 5) and the a proved deliign plans/as-built plans relating to application No. )00�' .`` , dated 3 I o�'� G5 Approved Design Flow � (gpd)��'}� A An Installez,t)c Q. 11.5�c r ' Designer: Q)Pc FA ;ACer:n j Inspector: The issuance of this permit shall not be construed as a guarantee that the sy_s/em will function as designed. No. U ! - Gl� FEE 1�UlI COMMONWEALTH OF MASSACHUS ETTS f t �1• Board o Health, Dt®+- O MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT ~ Permission is hereby granted to; Construct( ) Repair(V/) Ujpgrade ) Abandon( ) an individual sewage disposal system at J'//S OS!r—/.t/P�i AeiJ�7ALle ! '� r as described in the application for Disposal System Construction Permit No. 2 GU q -06 G, dated 3 P-71d5 . / Provided: Construction shall be completed within three years of the date of�this permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co:Boston,MA Date 3T71 I Board of Health � k''f Town of Bar"stable stable Regulatory Services Thomas F. Geile,r, Director - HARNSrAsLE, . Publk Health Division Thomas McKean, Director 200 Main Street,Hyannis,M-A 02601 Office: 508-862-4644 Fax: 508-790-6304 Installller & I[Desnaner Certification Form Date: Sewage Permit#o2*-Q 3�Assessor's I�YI1 apiParcefl Io�6 Designer. loWel 0-ape ri Installlero BrtkCt /"` CAI r J'� Address: L31 Ma! h Jt Address- �/D/1� "_; Ya,�-►Mou` POrf N4. 0�iqs IC,1,7 oa6ss On 2-30 "O /i°iCe// ,`s f`n was issued a permit to install a (date) (installer) ,�r septic system at �J �js t Q„,✓�Ile- W, da ,,to4c based on a design drawn by (address) ( a �n l C l 0 �c, f F P. �.., S. dated l 0 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. N OF ugss9 O DANIELA. (Installer's ignitor:) OJAMIL N No.46502 G,S7eR� � (Designer's Signature) (Afx Designer's Stamp Mere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COIFLW4CI+ pie ML NOT BE !SSUED uWIL BOTH THIS FORM AND AS-BUILT CARD ARE IECEI"D BY THE BARNSTABL>E PUBLIC HEALTH IDWISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc Commonwealth of Massachusetts ■ 1.00089142 Decal Number Asbestos Notification Form, ANF-001 Important: A. Asbestos Abatement Description When filling out P forms on the computer,use 1. a. Is this facility fee exempt-City,town, district, municipal housing authority,owner-occupied only the tab key residence of four units or less? ❑Yes Z No to move your cursor-do not b. Provide blanket decal number if applicable: Blanket Number use the return key. AJ 2. Facility Location: /.y/f- .. CAPE COD ANIMAL HOSPITAL �R__c:�i5 • -' "FI; a.Name of Facili _ _ b.Street Address _ BARNSTABLE MA 02630 c. CitylT�a,. d.Sta?e e.7_in Cade f.Telephone Number 1. INSTRUCTIONS 3. Worksite,Location 1.All sections of this VARIOUS 1 a.Building Name/Building Location, b.,Building*# . c.Win d.floor e.Room 3 form must be 9 9 9 9 completed in order to comply with 4. Is the facility,occupied? ®Yes W1 No DEP notification requirements of 310 cMR 7.15 5. Asbestos Contractor: and the Division of occupational iNEW ENGLAND SURFACE MAINTENANCE 850 WASHINGTON STREET : Safety(DOS) a.Name b.Address notification WEYMOUTH 02189 78133721/7 requirements of 453 I r CMR 6.12 C.City/Tovm d.Zip Code e.Telephone Number. f.DOS.License:Number. g. Contract Type. ❑Written Verbal ' h.:Facili Contact Person I.Contact Person's Title PAUL W BROWN l ASO40577 , 6' a.Name of On-site Supervisor/Foremanb..Su ervisor/Foreman DOS Certification Number C. PENNOR AM060446 7" a.Name of.Pro'ect Monitor b..Project Monitor DOS Certification.Number. RI ENVIRONMENTAL AA0001�44 8' a.Name of Asbestos Anal ical Lab b.Asbestos Anal 'cal Lab.DOS Certification Number 06/11/2009 06/17/2009 a.Prolect"Start Date(mmid b.End Date(mm/ddtyyyy) - �0 8-4 -� �N c.Work hours Mon-Fri. d.Work hours Sat-Sun. �o 10. a. What type of project is this? =o ❑Demolition D Renovation ❑✓ Repair ®Other, please specify: b.Describe : 11. a. Check abatement procedures: o O.Glove bag [] Encapsulation . o Enclosure (❑ Disposal only. --- -u_ O Cleanup ✓❑.Other, specify. ..r ITRANSITE. � ❑✓ Full containment b.Describe Z _Q 12. Is the job being conducted: '✓Q Indoors? F,/ Outdoors? , ■ anf001 ap.doc•10/02 Asbestos Notification Form•Page 1 of 3■ j Commonwealth of Massachusetts ■ 100089142 Asbestos Notification Form ANF-001 Decal Number A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed,:enclosed,or encapsulated: [0 - 3100 a.Total pipes or ducts(linear ft) 15. iotaiotnersuffa-c-e-s-(s-q-ua—re-ft) c.Boiler,breaching,duct,tank. surface coatings Lin.ft. Sq.ft. d.Insulating cement Lin.ft. Sq.ft. e.Corrugated or layered paper f.TroweUSprayer coatings pipe insulation Lin.ft. Sq.ft. Lin.ft. Sq.ft. - g.Spray orifireproofirg:::. h:Transite board,.wall board 3000 Lin.ft. Sq.ft. Lin., Sq.111. i.Cloths,woven fabrics j.Other,please specify I� 100 Lin.ft S .ft. Lin.ft. S .ft: k.Thermal,solid core oipe j LINO insulation Lin:'ft. $q:ft. I:Specify, 14. Describe the decontamination system(s)to'be used: AS REQUIRED 15. Describe the containerization/disposal methods to comply with.310 CMR 7.15..and 463 CMR 6.14(2)(g)= AS REQUIRED ;. 16. For.Emergency Asbestos Qperations, the DEP and DOS officials who evaluated the:emergency a.Name of DEP Official;` ": - b:Title c.Date`(mm/dd/yyyy)of:Authonzation d DEP Waiver#' -- ` Y.' e.Name of DOS Official,✓`. f:DOS Official Title g.Date(mm/dd")`of Authorization h:DOS Waiver# N _° 17. Dc-pravailing-Wage rates as per, v1J31. e. 1Y9; §26;�7 or 27A—F apply io`this project?'[]Yes-r✓ ivo _° B. Facility Description =o . 1. Current or prior use of facility: ANIMAL HOSPITAL 2. Is the facility owner-occupied residential with 4 units or less? ❑Yes [✓ No SAME 3'- a Facility Owner Name b.Address o c.City/Town d.Zip Code e.Telephone Number area code and extension) AIL 4' a.Name of Facility Owner's On-Site Manager b:On-Site Manager Address �Q c.Cityrrown d.Zip Code e.Telephone Number(area code and extension) anf001 ap.doc•10/02 Asbestos Notification Form•Pa e 2 of 3■ Commonwealth of Massachusetts I 100089142 I Decal.Number . Asbestos Notification Form ANF-001 B. Facility Description (cont.) 5. [a.Name of General Contractor b.Address c.City/Town d.Zip Code e.Telephone Number area code and extension f.Contractor's Worker's Comp.Insurer g.Polig Number h.Exp_Date mm/dd 6. What is the size of this facility? � a.Square Feet b.Number of floors C. Asbestos Transpgrtatiort,and Disposal 1. Transporter of asbestos-containing material from.site'to temporary stora9e site.(if necessary): NESM LLP �� Note:Transfer a.Name of Transporter b.Address Stations mustLi comply with the c.Cityfrown d.Zip Code e.Telephone Number Solid Waste Division 2. Transpoiter of asbestos-containing waste material from removal/temporary Regulations 310 site to.final d18POSal site: CMR 19.000 RED TECHNOLOGIES L. a.Name of Transporter b.Address c.City/Town ' 'd.Zip Code e.Telephone Number ' a Refuse Transfer Station and Owner b.Address c.Ci /Town d:Zi Code e:'Tele hone Number 4. MINERVA;ENTERPRISE$INC a.Final Disposal'Site Location Name b:'Final Disposal Site LOcation.:OWfi6es.Name 9000 MINERVA ROAD:--,-; WAYNf.SBURG c Final Disposal Site Address d."Ci /Town OH 44688 �M e.State f.Zip Code g.Telephone Number moo... D. Certification The undersigned..hereby states,under.the KEN FURTNEY. 0 penalties of perjury,that he/she has read the a.Name b.Authorized Signature �o Commonwealth of Massachusetts regulations q 05/28/2009 -� for the Removal,Containment or Encapsulatio c.Position/Title d.Datemm/ddr)n of Asbestos,453 CMR 6.00 and . 310 CMR 7.15,and that the information contained in this notification is true and correct e.Telephone Number f.Representing 0, to the best of his/her knowledge and belief. o . .Address ti.Cityrrown i.Zip Code Z anf001ap.doc•10/02 Asbestos Notification Form•Page 3 of 3 II TOWN OF,/BA�RNSTABLE LOCATION/�//�j U�/, /J, jq,En, ✓�tY. SEWAGE#0�ooq —a . VILLAGE I/r ie�%S ASSESSOR'S MAP&PARCEL 1 ( —G V INSTALLER'S NAME&PHONE NO:Z SEPTIC TANK CAPACITY D bO 6 tt�[ C VtA 11 Lt.r 6 LEACHING ILITT: (type) TW,—A ; Le(/ (size) .f /x ef,2. nnQ _ NO.OF C I �CQ�►�Q IS OWNER JcO�.T v e PERMIT DATE: p COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY J FAIT �1 + O s F�. ION No. 0 0 Fee THE COMMONWEALTH A A SETTS Entered in computer: �I NPBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 1 gicatioa� for i� ogaf *p5tem Cou5truction Permit 1 -�I Application for a Permit to Construct Repair( ) Upgrade( Abandon( ) X.Complete System ❑Individual Components Locution Address or Lot No. 'y i 5 05T �1 b)"- Owner's Name,Address,and Tel.No. x AAvN5,oN Tom• os) w.3WLNtL:0 (T7 i Assessor's Map/Parcel '2-� l?j 5 1415 L95T- w- QAlUJ &b W,{3W5ftL1-.," . Installe ame,Addr and' e s Tel. o.— O �[1C 0.CG`/� Designer's Name,Address and Tel.No. �at� C�j�14 PC- pl� I e /,5/c2 SsoZOf r)o w H C-..0c 2.►n S,�.PJP�✓`t 1 to C_ 8? del 'S/- QS/C,vr l� 'L-,°7 (Lr 6Ar r f'y-&? o 2G? Type of Building: 501r 1441 4541 Dwelling No.of Bedrooms Lot Size •56/� eq-fr Garbage Grinder ( )/vO Other Type of Building VE7: 1KQvhC-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures 51 ,Ga-►^r.x l5 Design Flow(min.required) 29$0 gpd Design flow provided � � gpd Plan Date -7-1-4- 2405 Number of sheets Revision Date Title )t\-t 5 _se14 %c. VDc.y,&Je PIG" 0� 41y15 OS)- w•3AIN (Lb 4, wools.A) Swift -saw Size of.Septic Tank ODO d.i w\ cerwo'P Type of S.A.S. L.20.LA,%, N a k; Qrc ySvrt�a� Description of Soil �' �2�J72 /1NA-3 Coa•✓ e- $ANt:. 2 vHi IRA,-C- ✓10��- Nature of Repairs or Alterations(Answer when applicable) C-6v►-% vP AJe ✓•Q ��r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. 14 Sign d Date 7VIII W, 400q Application Approved by V Date Application Disapproved by: Date for the following reasons Permit No. Date Issued No. l _ a= Fee THE,COMMONWEALTH O MASSACHUSETTS Entered in comyier: 1 ORUBLIC HEALTH DI1/ISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes " $ap icatio' n for Migoar Permit 4 �I f Application fo-a Permit to Construct( Repair( ) Ugrade( Abandon{ ) XComplete System ❑Individual Components Location Address or Lot No., 'Ll 15 oyT W.gAnN• Owner's Name,Address,and Tel.No. - / ScoTT <C � N 'IY ;vN;o ►• 0, w.31�N r1D 2 Assessor's Map/Parcel V 2'� / -3 �'-115 0ST- W- SAd,) (Lb D Installe ' a e,Addre)s and T I. os�C2 "uVa Designer's Name,Address and Tel.No. A7 sl °1'601 R-T 6, `r' '(W7 M/1 o2G"15 Type of Building: -2 509 362 454 1 Dwelling No.of Bedrooms J Lot Size )'56 '�c sq. . Garbage Grinder ( ) IN 0 Other Type of Buildin�g�"VC-1- KENN6 L- No.of Persons Showers( ) Cafeteria( ) Othe-Fixtures 51 r Design Flow(min.required) 2 F, o gpd Design flow provided gpd s Plan Date ;-7-1�1- 7-000� Number of sheets Revision Date Title 1NtV S ,5e1,,O,L 9Y?beGde w, 0f #I 1Ht5 051 w 6/1M Ptb J;v Woo)ae�/6cc1TM.n,so-v, Size of.Septic Tank OOO dv�\ cuw.� Type,of S.A.S. lL-•i rA-rL k ^",, Rrt",C Vr,- dew Description of Soil 7-->-* 1 Z 57 2 MR a C o a✓'St 15^Na } Nature of Repairs or Alterations(Answer when applicable) La V"�\J�1'� �j�/t��'w� V►�Q ff/ Date last inspected: - Agreement: The undersigned agrees to ensure the construction and imaintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of ' Compliance has been issued*thisrd of He lthI ? �,�nQ Signcl_,/ /�a 1,.�� Date „1 6 ,Applicat.on Approved by ��l O /Y,f,��[ Date •//, j�-/ Application Disapproved by: �/ / Date ' for the following reasons y ' i - � r Permit No. / O Date Issued L� FIIXIJ Pj THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (compliance --� THIS IS TO CER1TIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded (41-111 Abandoned( )by s f5 o(�tI�y� � COVES . at Lj•-bA2 0.R01, l., A,-1NYtri� f has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated / t� p P Y 1 _ Installer;`Zr-u Ce H CLC(--` I S1c t` Designer 1)h i,-,,,, E,A c,A c c k'%C -----#_bed-ooms Approved design flow 1A 68 V gpd The issuance of this pe rmit shall not(lb�e construed as a guarantee that the system will function as designed. Date (1 ! a, U 1 Inspector �J 1AN AD "f —— —_—_ — _ —_ _ No. fJ 1�-=--- ===.=.--—- _Fee / ____ THE COMMONWEALTH OF MASSACHUSETTS ` W PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS r Wi5po5ar �§p!tem Construction permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon S Ystem located at /�5 U 5/rr",/�� " G.�P�T Or/�Ft and as described in the above Application for Disposal System Construction Permit.The applicant recognizes,his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Const®� tilon must be completed within three years of the date of this pe t° Date Approved by J - °&J down cape engineering inc. 09-054 7-27-09 _/ . --------- ------- -------- -------- --------- -------- ------ -------- ------- ------ ------- --------- --------- PROJECT: CAPE COD ANIMAL HOSPITAL r COMPS. BY: DAO LOCATION: #1415 OSTERVILLE WEST BARN. RD. WEST BARNS/MMILLS CHKD. BY: CLIENT: WOOLLARD BLDRS/DR SCOTT MUNSON REVISIONS: FACILITY: LOT SIZE: 130,832 SQUARE FEET 3.27 BUILDERS ACRES WASTEWATER GENERATION: USE CATEGORY UNITS GPD/UNIT NO. UNITS GPD REMARKS _ ___ __ __— _________ ------_- -__----__ -- _— VET ANIMAL HOSP KENNELS 50 51 2550 310 CMR 15.203 APARTMENT BDRM 110 3 330 310 CMR 15.203 RESTAURANT SEATS 35 0 0 310 CMR 15.203 RESTAURANT(BAR /TAVERN SEATS) SEATS 20 0 0 310 CMR 15.203 _________ _________ __________ _________ _________ _________ _________ _________ --------- DESIGN FLOW 2880 GPD NITROGEN SENSITIVE AREA: PARCEL IS NOT WITHIN A NITROGEN SENSITIVE AREA TANK SIZE REQUIRED =FL0W(200%) - 5760 GPD NON S.F.RESIDENTIAL- 2 TANKS REQ. USE 9000 DUAL COMP TANK GREASE TRAP: N/A SOIL ABSORPTION SYSTEM: 15.254 PRESSURE DISTRIBUTION IS REQUIRED FOR SYSTEM FLOW >2000 GPD PRESSURE DISTRIBUTION NETWORK ++++++++« +++++++x« +«x«++w«x «x+««w«ww w«w«wx+wwx x«x«++x«+ «+++«+«+x «x+«x«««+ xxwx«+www «++++«+++ «++++++++ +++«+++++ «+x++++++ REF: PRESSURE DISTRIBUTION GUIDELINES, D.E.P GUIDELINES STEP 1: LAYOUT A NETWORK _________ ____ --------- SPACE REQUIREMENTS FOR FIELD SOIL ABSORPTION SYSTEM MAXIMUM LENGTH: 58.5 FT. STONE POROSITY: 0.45 INF. RATE: 0.74 GPD/SF COMPUTED DESIGN FLOW: 2880 GAL/DAY LOCAL UPGRADE APPROVAL CREDIT: 09 DESIGN FLOW: 2880 GAL/DAY NUMBER OF FIELDS: 1 REQ. CAPACITY PER FIELD 2880 GAL/DAY FIELD WIDTH: 67 USE FOR DESIGN: LEACHING FIELD 67'X58.5' SEE PLAN) LAT. ZONES FIELD FIELD NO. TOTAL CENTRAL/END FIELD LENGTH LAT. SPACING PER ZONE PER FIELD WIDTH CAPACITY FIELDS CAPACITY MANIFOLD TYPE _________ _________ _________ __________ _________ _________ _________ _________ _________ _________ _________ _________ 67 FT 6 FT 10 1 60 2975 1 2975 CENTRAL STEP 2: SELECT PERFORATION SIZE AND SPACING _________ _________ _________ _________ __________ ORIFICE SIZE: 0.25 IN ORIFICE SPACING: 60 IN STEP 3: DETERMINE LATERAL PIPE DIAMETER _________ _________ _________ _________ __________ ALLOWABLE HEAD LOSS: 10% (PERCENT OF INLINE DISTAL PRESSURE) LENGTH OF LATERAL: 33.5 FT (TRENCH LENGTH/2 IF CENTER MANIFOLD) SEGMENTS BETWEEN ORIFICES: 6 (ONE LESS THAN NUMBER OF ORIFICES) COMP. LATERAL PIP-E SIZE: 1.13 IN (COMPUTED VALUE - SEE ALSO CHARTS) USE NON. PIPE SIZE: 2 IN (SELECTED LATERAL PIPE DIAMETER) ACTUAL PIPE DIAMETER: 2.067 IN (ACTUAL PIPE ID) USE 2" pressure dosed design PAGE 1 o'J down cape engineering inc. 09-054 7-27-09 STEP 4: CALCULATE LATERAL DISCHARGE RATE --------- --------- --------- --------- --------- Hd=INLINE DISTAL PRESSURE: 4.82 FT (MINIMUM REQUIRED BY GUIDELINES 2.5FT - SEE STEP 8) q=SINGLE ORIFICE FLOW: 1.62 GPM q=11.79•D"2*Hd^.5 N=NO. ORIFICES IN LATERAL: 13 (TRENCH LENGTH / ORIFICE SPACING) LENGTH OF LATERAL: 65 FT (((N-1)'SPACING)+SPACING/2) TOTAL FLOW THROUGH LATERAL: 21.03 GPM STEP 5: CALCULATE MANIFOLD DIAMETER ALLOWABLE HEAD LOSS: 5% (PERCENT OF INLINE DISTAL PRESSURE) NUMBER OF LATERALS: 5 CENTRAL OR END FED MANIFOLD: CENTRAL NO. OF MANIFOLD SEGMENTS: 4 SEGMENT HEAD LOSS: 0.060 FT SEGMENT Q F L L X F (F=0.00098*Q^1.85), Q=FLOW IN SEGMENT, L=LATERAL SPACING --------- --------- ---------- --------- . 1 84.12 3.57 6.00 21.40 2 63.09 2.10 6.00 12.57 3 42.06 0.99 6.00 5.94 4 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 8 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 18.00 39.91 REQUIRED DIAMETER OF MANIFOLD: 4.00 IN STEP 6: DETERMINE MINIMUM DOSE VOLUME --------- --------- --------- --------- - NO. SOIL DOSES/DAY --------- _ --------- --------- SOIL TYPE NO.: 1 1 SANDS, LOAMY SANDS 4 2 SANDY LOAM, LOAMS 1 3 SILT LOAM 1 4 CLAY, SILTY CLAY LOANS 1 DOSING FREQUENCY - 4 DOSES/DAY NOTE: DOSE VOLUME _ DRAINBACK: 18 GALLONS DRAINBACK + (DESIGN FLOW / NO. TRENCHES / DOSE VOLUME: 738 GALLONS DOSE FREQUENCY). IT SHOULD BE AT LEAST TEN TIMES NETWORK VOLUME: 65 GALLONS THE NETWORK VOLUME. DV/NV = 11 STEP 7: CALCULATE PUMP DISCHARGE RATE REQ. PUMPING RATE = FLOW IN ONE LATERAL X NUMBER OF LATERALS PER ZONE: 210 GPM STEP 8: PUMP SELECTION ANC PUMPING CHAMBER --------- ------------------- --------- ---------- PUMP PIT LASSES: TRANSPORT PIPE LOSSES: --------- --------- --------- --------- ---- SIZE OF PIPE: 3 IN. SIZE OF PIPE: 3 IN. LENGTH OF PIPE: 8 FT. LENGTH OF PIPE: 50 FT. HAZEN WILLIAMS NO.: 120 HAZEN WILLIAMS NO.: 120 --------- --------- --------'- --------- ---------- --------- --------- --------- --------- --------- PUMP PIT LASSES: EQUIV. TOTAL TRANSPORT PIPE LOSSES: EQUIV. TOTAL FITTINGS: NO. LENGTH EQUIV. FITTINGS: NO. LENGTH EQUIV. PIPE LENGTH PIPE LENGTH --------- --------- --------- --------- ---------- --------- --------- --------- -------- ___----- ELBOW 90 DEG. 3 5.5 16.5 ELBOW 90 DEG. 4 5.5 22.0 SUDDEN EXPANSION 1 2.5 2.5 ELBOW 45 DEG. 0 2.5 0.0 CHECK VALVE 1 19 19.0 CHECK VALVE 1 19 19.0 GATE VALVE 1 1.5 1.5 GATE VALVE 1 1.5 1.5 UNION 1 0.45 0.5 UNION 0 0.45 0.0 TEE 1 12 12.0 TEE 1 12 12.0 --------- --------- --------- - _ --------- --------- --------- TOTAL EQUIVALENT LENGTH: 51.95 TOTAL EQUIVALENT LENGTH: 54.5 I pressure dosed design PAGE 2 � I �Jr down cape engineering inc. 09-054 7-27-09 FRICTION HEAD: 8.4 FT. FRICTION HEAD: 14.7 FT. CSI DISCHARGE ASSEMBLY: 0.00 FT. DISTRIBUTION VALVE I V6402A 0.0 FT V6403A 0.0 +xx++x+++ PUMP CURVE +x++xxx+++ TOTAL GOULDS 3 HP 5.51MP. EST.INLINE DISTAL PRESSURE (IDP): 4.82 FT. HEAD CAPACITY 1750 RPM CALCULATED FLOW IN ZONE: 210.3 GPM (FT) (GPM)--------- -- ********* CALCULATED VALUES ******** 6 420 NETWORK FRICTION LOSS: 6.3 10 370 ELEVATION HEAD: 6.9 18 360 TOTAL DYNAMIC HEAD: 36.3 FT. 20 350 PUMP CAPACITY AT TDH: 210.1 GPM <---' 25 308 30 260 DISCHARGE PIPE VELOCITY: 9.5 FPS 35 225 55 1 PRESSURE DISTRIBUTION PUMP DESIGN Cont. ********* PUMP PIT DATA ***x+«+x« ELEVATION @ MAX. DRAWDOWN 65 FT. DRAWDOWN FOR SINGLE DOSE: 0.69 FT- ELEVATION AT DISCHARGE OF PIPE: 71.88 FT. INSIDE DIAMETER: NA FT. INSIDE LENGTH: 16 FT. .INSIDE WIDTH: 9 FT. DRAWDOWN: 1077 GAL. PER FT. «x««««x« LEACHING TRENCH DATA ******** N/A TRENCH LENGTH: 67 FT. N/A TRENCH DEPTH: 2 FT. N/A TRENCH WIDTH: 2 FT. N/A NUMBER OF TRENCHES: 10 N/A ********* PUMP TIMING ***++++++ TRANSPORT PIPE VOLUME: 18.4 GAL. NETWORK VOLUME: 64.8 GAL. DOSE VOLUME: 738.4 GAL REQ. PUMP CYCLE TIME (PUMP ON): 3.60 MIN (DOSE VOLUME + TRANSPORT PIPE VOL.)/ PUMP RATE TOTAL PUMP RUN TIME: 14.39 MIN/DAY 4 X NO. ZONES X PUMP CYCLE TIME: INTERVAL BETWEEN PUMP CYCLES: 35.64 MIN FOR EVEN INTERVALS (SEE NOTE BELOW) PUMP OPERATION 1. TWO ALTERNATING PUMPS ARE REQUIRED 2. NETWORK VOLUME WILL BLEED FROM LATERALS INTO TRENCHES AND FROM TRANSPORT PIPE TO HOLDING TANK 3. PUMP CHAMBER VENTED. SEE DETAIL SHEET 4. PUMP WILL ACTIVATE IF SUFFICIENT VOLUME IS AVAILABLE IN HOLDING TANK 5. PROVIDE HIGH AND LOW LEVEL ALARMS IN PUMP TANK 6. VALVE PUMPS SUCH T-IAT ONE PUMP CAN BE REMOVED FOR REPAIR WHILE OTHER REMAINS IN SERVICE pressure dosed design PAGE 3 � Torvrl of Barnstable TW �#— � S�7� Department of Regulatory Services a BARNErrAlI o Public Health Divisim Date �( M�'� 200 Main Street,Hyannis MA 02601 AlFLI h r ( alp Date Scheduled S Time Fee Pd. S®il Suitability Assessmentfor Sewage Disposal Perfonned By: Witnessed By: LOCATION & GENE R4 INFORMATION Location Address aft. — W. U�-✓t�• Owner's Name f / Address OL K t 1 `D✓�1 I Gl Assessor's Map/Parcel: t o2 6/ Engineer's Name NEW CONSTRUCTION REPAIR Telephone It Land Use �PS/e>CN GlMI'�CQJ7G/°mot Slopes(%) s Surface Stones ��w Distances from: Open Water Body ft Possible Wet Area _ft Drinking Water Well ft Drainage Way ft Property Line ft Other it SIMTCII: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands 4n proximity to holes) y 1 /v _ 4 � 1 p b ' t 3S �Cl � Parent material(geologic) C)UtujfK4- Depth to Bedrock, 4,10 Depth to Groundwater: Standing Water-in Flole: ./�Weent/n►g Estimated Seasonal High Groundwater /VG r r-f,/V60,rJAj /z_f, DETERMINATION I+OR SEASONAL HIGH WATER P A.B.i E Method Used: Depth Observed standing in obs.hole: _�_ Id, Depth to Soil 1llot6ec— In. Depth to weeping from side of obs.hole: Ill• Grouudmiter.AdJuslment Index Well# Reading Date: Index Well level TEST Adj.Oruandwuter Level P,e�R'1..OLA T IOA s A�A�r.7rJ4 Observation ' Hole# Tinto at 9" Depth of Perc a Time at 6" Start Pre-soak Time @ i�J _ Time:ff'-V) --- --- End Pre-soak. L zy� '✓ �n/ Rate Min./Inch L Site Suitability Assessment: Site Passed—x Sil..Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning. QASEPT10PERC FORM.'DOC w � � DEEP-OBSERVATION HOLE,LOG Depth from Soil Horizon Mole# Soil Texture Surface(in.) (USDA) Soil Color Soil � Other (Munsell) Mottling (Structure,Stones;Boulders. Con istenc %' ravel _ z6 3 45 /Pf -/Z� -Iy y G ' /ne IaGCJ� yoM� sr �AIIV-7 i Er', D'OPSLRVATION HOLE.LOG Depth from Soil Horizon Soil Texture 1Io]e#_�_ Surface(in.) Soil Color Soil Other(USDA) (Munsell) Mottling (Structure,Stones. t!t,to.s. V-`,.E Consis e cY.%Gravel) DE 7- D P OBSERVATION HOLE LOG _ Depth from Soil Horizon Soil Texture Bole# Surface(in.) Sail Color Soil Other th(USDA) (Munsell). Mottling (Structure,Stones,Boulders. Co sistc c 0 vel f i DE EIP OBSERVATION IIOLL LOG _ Depth from Soil Horizon Soil Texture # Surface(in.) Soil Color Soil Other r (USDA) (Munsell) Mgttlln g (Structure,Stones;Boulders, Consi ten ° a F1ood Insurance date ?iia Above 500 year flood boundary No_ yes Within 500 year boundary No_ Yes " Within 100 year flood boundary No— Yes . Depth of Naturall.p®ccurrin�Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? -�Z 4�---� If not, what is the depth of naturally occurring pervious material? w fe>rtification I certify that on 22L (date)I have passed the Soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with .the required training,expertise and experience described in�10 MR 15.017. Date Q:\5.E6'TtC\PERCrORM.DOC THE ..DemoTOWN OF : M « BARNSTABLE. * BARNSTABLE MASS 'OtF1 39. s Permit Number: Application Ref: 200902067 20090765 Issue Date: 05/15/09 Applicant: WOOLLARD, HOWARD W. Proposed Use: GENERAL OFFICE BUILDING Permit Type: COMMERCIAL DEMO Permit Fee $ 109.20 Location 1415 OST.-W.BARN. RD Map Parcel 126035 Town MARSTONS MILLS Zoning District RF Contractor WOOLLARD, HOWARD W. Remarks DEMO FIRE DAMAGED BUILDING- REMOVE SMOKE DAMAGED FROM AREA TO BE SAVED Owner: MUNSON, SCOTT E TR Address: 1415 OST-W BARNS RD ' W BARNSTABLE, MA 02668 Issued By: PC r 74 NEW ENGLAND SURFACE MAINTENANCE,LLP. E '4%YfCQ3. L SE ICES 1 August 4,20Q9 Howard Woollard Woollard Builders P.O.Box 1143 Barnstable,`1V1A,:0263U __. RE Cape Cod Animal Hospital Nlr:Wollard, Please find enclosed`the Waste Disposal Manifest for the.work completed at the Cape Cod Animal Hospital on June 15,2009:. Please contact me with any questions regarding this.paperwork: Sincerely, M Jim Doyle New England Surface Maintenance;LLP • TAUNTON WEYMOUTH E©STC)N FAX NUMBER TOI L FREE NUNMER (508).880-0019>:` (781)�37-2117.. ¢617).426-1E8> (781)337-56�30 1-800-339-5476 ` RED'TECHNOLOGIES uc EPA AGENCY # . 32437 ;:REMEDIAT10N ENGINEERING 9 DEVELffMENT - - CT,MA:RI,VT,NH,ME. NY GENERATORS. a - GENERATORS.: 173.Pickering Strnet . ..,EPA New England EPA Region 2 Portland,CT 06480 - 1 Congress Street--. 2W Broadway,26th Floor :: (860)`342-1022 Boston, MA 02114=2023 New York;NY 10007-1866 --:Fax:(860)-342-1042 (617)918-1111 (212)-264-6770 TK# ; 14SBESTOS �1SPOS14L & DOCl1 ENT�►T10 FORS Job Number_ PO.,# 'jot fr.GE O UILiDING. ` Contractor .: L L_ Add i `l _ Address City Sta A A Zip b;Ue6!j_ t - . s Telephone umber L Ph ne 2anhu'r... Date Container Del. - ' Date of Picku - GENERATING.LOCATtON P`- Type of Container:. � 4�I Address `—VOLUME g CY Friable Non-Fnable,.❑ _ (A MUST BE IN CUBIC YARDS . C State zip RQ, stos, 9,;NA2212, PG„111 Bag Drum ❑ T Pack ❑ Wrapped ❑ Other p Pnone Number certify the above nah-ed-material:does not contain free liquid:as defined by 40 CFR.part 260.10 or any applicable state law,is not a hazardous waste as dE by 40 CFR part 261 or any applicable state law;has been properiydescribed,classed and.packaged,and is in proper:;condition for transportation accordi NESKAP standards.for.astiestos waste disposal found-in-40-.CFR-part 61 150 Shipper's Certification:L herebyAeclare that-the:contents'of;this consignment are'fullyand accuratelydescribed abovebythe proper-shipping name,an classified, packaged;marked-and labeled/placarded;and are in all respects in proper condition for transport according:to applicable international and:na government regulations . r AUTHORIZED SIGNATURE Transporter 1: 0 Name ,. Tit lepho e Driver: Registration#: :... Signature State/# Acknowledgement of receipt of materials Transporte :2::RED echno o s LLC,.lO.Northwood Drive Bloomfield,CT 06002 860-218-2428 ame Address Telephone# . l'Q�1! C Driver. Registration#: �[c "L�! .; Date: ''6 -� ignature State/#'. Acknowledgement of receipt of materials Transfer.Facil' 1 d ns 20 . .'c ee - 4 - 022 Telephone# gy; Transfer Date: Permit#4>130836 pn Discrepancy:. Certification of transfer of materials covered by this manifest Transporter 3: S'"`' `rf -- _ —— amvAr�dress Telep one ' Driver y r V Registr«tion#: Date: Signature- State/# Acknowledgement of.receipt.of materials - Landfill Name: Minerva Enterprises = _ 0 Landfill Name: Location: 9000 Minerva Rd. Waynes�uf% 44ci88 -E: ocation Ph: 330-866-3435 Permit`# R Ph: Permit Approximate Volume of Asbestos Received:, Discrepancy If Any.- Received by: - - --v 1 —A 00jZ-, TOWN OF'BARNSTABLE LOCATION �vT SEWAGE # SJ3 VILLAGE 1717'11 ' ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. 6020o,7u.n/)u.1 — LIPLS�12'6' SEPTIC TANK CAPACITY 000 CjdJ� LEACHING FACILITY:(type) Z 41'/Tee /d-,-.1 (size) NO. OF BEDROOMS PRIVATE WELL OR PU I( WAX9 BUILDER OR-OWNER IVI �,gu DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No F y , r o �� TOWN OF BARNSTABLE / I \ / CEDAR MAP 126 PCL 61 I \ NOTES DB 4754 PG 225 I / \ #1445 OST.—W. BARN. RD. ° f \ — — / 1. DATUM IS NGVD29 HYDRANT 2. MUNICIPAL WATER IS AVAILABLE TAG BOLT 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �oay 8"CHERRY 233 22' \ 8"� ERRY I�' \ 2 'OAK 83.65 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS X I TO BE AASHO H-2.Q S 71'57020" E X X �_4"CEDE 5. PIPE JOINTS TO BE MADE WATERTIGHT. / /\ �_ i k \ °/ 12'X12' 6 FT STOCKA FENCED 666 �D G 0, G G G __�__G G 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH L CUS DUMPSTER AREA 310 CMR 15.000 (TITLE V.) WITH GATE— / — — rr §"OAK 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �1 Cc BE USED FOR LOT LINE STAKING OR ANY OTHER 12"OAK PURPOSE. / MPSTR / �i/ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC OR SDR35 4" OR 6" PVC. Sj "CEDAR 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Pond WITHOUT INSPECTION BY BOARD OF HEALTH AND / PERMISSION OBTAINED FROM BOARD OF HEALTH. TOWN OF BARNSTABLE I / �j ��\ 10 �� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING / MAP 126 PCL 61 , , DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP 1 / 4 DB 4754 PG 225 I 1 — _ — — / / / \ / \ �- I LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES #1445 OST.—W. BARN. RD. / \ I s 2 /i // / / /� 9 / I PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE SCALE 1"=2000'f / (�� / TEMP/l^ i \ I 11. SYSTEM FUNCTION TO BE INSPECTED QUARTERLY PER r V � I TITLE 5. ASSESSORS MAP 126 PARCEL 35 COMBINED LOT AREA = 68,045 OR 1.56 ACRES \ \ / / / i — — I ,, _ a / �/� \ / 12. SEE ADDITIONAL NOTES OTHER SHEETS. / / / OFF - / 7 \ (UPGRADE ONLY) LOCUS IS WITHIN FEMA FLOOD ZONE C / // / /� \ F�cF1 /l °/ SYSTEM DESIGN: (NOT NEW CONST.) �250001 00115C SHOWN ONCTY DATED PANEL18/1 /985 � EXISTING USE. NO CHANGE PROPOSED 7 � /82� � � � � � / GARBAGE DISPOSER IS NOT ALLOWED ( ) (2) h81000S� y �5 \\ ♦O♦rnrn DESIGN FLOW: KENNEL/VETERINARY OFFICE (REBUILD AFTER FIRE) \ \ / T 51 KENNELS X 50 GPD/KENNEL 2550 GPD VET. CAPE COD ANIMAL HOSPITAL, KENNELS /O'er �� \ \ \ �' / �M/J 12 \ / UPSTAIRS APT, 3 BEDROOMS ® 110 GPD = 330 GPD RESIDENTIAL APT. OVER HOSP. 2ND LEVEL _ - - - - - - - ' D4 p�Rk� D \ / USE A 2,880 GPD DESIGN FLOW / - NG TEMPORARY STRUCTURES TO REMAIN WHILE SEPTIC TANK: 2880 GPD (3) = 8640 C12 3 13D FIRE DAMAGED FACILITY REBUILT . - USE A 9000 GAL. SEPTIC TANK (6000 AND 2880 COMPS) (TO BE REMOVED ONCE NEW FACILITY OCCUPIED) I / // / > 5760 & 2880 REQ. O.K. ..� I / /�� w�W D 2 S �>> ��B 14 3 � LEACHING: UTILIZE PRESSURE DOSED LEACH FIELD PER TITLE 5. 3 ; \ o ZONING SUMMARY W��W- 1 i `30\ 15 \ -a`V,I BOTTOM 58.5' X 67' (.74) = 2,900 GPD IN W - _ - F D C14 T 3 MAP 126 PCL 35 I /`ep�, _ - � � � ZONING DISTRICT: RF RESIDENTIAL DISTRICT \ \ / M 99145 PG 48 I / / / Z USE 58.5 X 67 PRESSURE DOSED LEACH FIELD _ — — — — — —8G\ #1415 QST.—W. BARN. RD. / / / / ' W \ r O N 16 \ MIN. LOT SIZE 87,120 S.F. IN IN MIN. LOT FRONTAGE 150' IN // W17 W o \\ LEGEND MIN. LOT WIDTH - MIN. FRONT SETBACK 30 9 / \\ W _ 99 _ EXISTING CONTOUR MIN. SIDE SETBACK 15, � >/78.1 X �P \ / \ 18 W 99 MIN. REAR SETBACK 15 EXIST. SPOT ELEV. MAX. BUILDING HEIGHT 30 } \� �9 '— PROPOSED CONTOUR 12"APPLEI I ���� O�/ �` �a / / \ \\ \ SITE IS LOCATED WITHIN THE AQUIFER OJ J� - 198•41 PROPOSED SPOT EL. PROTECTION OVERLAY DISTRICT /B 0 TH1 /- � \ / \\ O �i \\ INSPECTION \ / I � i �_/ 10 / � / TEST HOLE SITE IS LOCATED WITHIN THE RESOURCE \\ \\ PORT \\ �/ I Q G� `'j c // >- /' \\ � PROTECTION OVERLAY DISTRICT \ + O \ \ / P/ /1 \ \ \ 1 :¢c PROP. POST LIGHT SITE IS LOCATED WITHIN THE C.O.MM. FIRE DISTRICT (WEST BARNSTABLE MAIL ROUTE) UTILITY POLE O \ \ \ // R� /' / \ \ \ o Nl FIRE HYDRANT OWNER OF RECORD \ /' ...'.. ':.'.'::... \I V C (p /� / // \ \ O N NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAMIMIG /.::::. . .:./.:....... CI 73.E / p� .,O , _ c 19 cD j _ MUNSON, SCOTT E TR �..'.'.'' OST- W BARNS RD RLTY TRUST .:.:.:.:.:. :::.....y........... cn \ •:•:• : .::. /.::::::.:.. // - - - - - - - - i 1415 OST-W BARNS RD + \ :f.::::,j:...:.:.:.:./.:.:.:.:.::�::;;::::1:::::: :;: ::at::::::f :. 0 / y -78 \\ W BARNSTABLE, MA 02668 +....:•:....:::: MAP 126 PCL 34 �.::::.•..• f \ � DB 9245 PG 307 \ i %':::::: ::::.: ::::: .:::::: Z::::::7::::::�::::: 70.3 \ / Y2 #1411 OST.—W. BARN. RD. of �c4 of MA :�.•.•.•:.•.E.•.•.•.•.•.�:.:.:•::•:• � :�:��� .... GENERAL CONTRACTOR / -S, — — — — — o DANIEL c _ :::::...: :.. !'::•::: / \ / — _ _ __ _ _ o OJALA o A' WOOLLARD BUILDERS, :f,............:.::. ;: S T \ / _ _ \ CIVIL LLC ..:::::•: ...:..:. '�.. :... :.�....•:....:.:.:.:: :.... .. / / } \ — — \ No.46502 No.40980 ::...:.: ::...�` .. . :: �':' 3219 MAIN STREET ................. INV. 69.9 ......:f ::/:::'/.'".::::.:.... / \ - - - -74- ` ( _ SS/0 AL EN uRv' ' BARNSTABLE, MA 02630 ......::: / ::::.. P C -30 508-362-2300 �.... ,F' \ - - \ DATE DANIEL A. OJALA, P.E., P.L.S. \ /.:..::�.... r..::: : ... \ / \ :••:: :::::'...... ,�::. '� CONTROLS ...... �.:...l- .....�::: .t� f & ALARM SEPTIC ASBUILT PLAN /} 2" LATERAL WITH 1/4" ORIFICES \ x :::.:.�':::.:.::::::::!. — — — 14 5' O.C. WITH SHIELDS ,�, " ;; ;;;;;f:;;;'' <v / / \ \ \ I / \ TO ACCOMPANY INV.'S LEVEL CLEANOUT COk (TYP). :.:::� k\ v } AT 71.9f (TO GRADE) \ ,1' ...•/• \ �/ / / // \ � \\ � \ \/ � ASBUILT PkES`SURE lg \\ SITE PLAN & DOSED 3922 SF LEACHIN(�FIELD ��' .9 . 17 v 9 'e15 _� } ' \\ \\\ TITLE 5 SEPTIC UPGRADE PLAN OF 1415 OSTERVILLE. W.BARN. RD WEST BARNSTABLE MA TOWN OF BARNSTABLE k / / I \ a \ MAP 126 PCL 4 10O \ \ DB 4754 PG 225 -I' / / \ \ 1 !0 #450 RACE LANE / I \ \ o; 00I PREPARED FOR WOOLLARD BLDRS LLC/CC ANIMAL HOSPITAL DATE: 3-24-2009 \� REVISED: 7-24-2009 (SEPTIC UPGRADE) REVISED: 8-5-2009 (PER SPR) REVISED: 8-18-2009 (PER SPR) \ \ I REVISED: 1 1 -30-2009 (SEPTIC ASBLT) Scale: 1"= 20' k \ I I kk 0 10 20 30 40 50 FEET - off 508 362-4541 c � \ \ fax 508-362-9880 downcape.com STABLE N99• Iowa cape eagiaeerinB, INC. w civil engineers land surveyors k\ c w\\ I I 939 Main Street ( R to 6A) k\ I \w II YARMOUTHPORT MA 02675 - DICE ## 09-054IAI 09 054 BASE.DWG ' CEDAR I TOWN OF BARNSTABLE _ g2 MAP 126 PCL 61 DB 4754 PG 225 I f \I / // NOTES #1445 OST.-W. BARN. RD. / \��\ \ - - - - - - _ - - ap / /\ / / — 1. DATUM IS NGVD29 + HYDRANT 1, TAG BOLT 2. MUNICIPAL WATER IS AVAILABLE Qoa0 83.65 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. — — — — — — — 8"CHERRY 233.22' ERRY � 2 "OAK / 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS S 71'57'20" E X I X 411 1:: ( TO BE AASHO H-2Q o 5. PIPE JOINTS TO BE MADE WATERTIGHT. L CUS N, / 88 `1?o , ) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Rope a , - — — — _ rr 6"OAK �� 310 CMk 15.000 (TITLE V.) �o�e 12"OAK 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 81.9 BE USED FOR LOT LINE STAKING OR ANY OTHER �P �� PURPOSE. %O �% 2• PdSEo ` / 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC OR Shubael / \ / HEDGE /a6 Mao INV. 78.88 (/3� 24,S L \ III/ "CEDAR SDR35 4" OR 6" PVC. Pond 6' M0 eUl OT. RAMP 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED \8 BY BOARD OF HEALTH AND 4 6 �U�ES `Dl�(;S ,N 0 10 [82.10] PERMWITH�SSIONSOBTAINED FROM BOARD OF HEALTH. TOWN OF BARNSTABLE / MAP 126 PCL 61 / t3+ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 1 DB 4754 PG 225 I — / / / ACCESSIBLE — ��tp �. LOCUS MAP �`�r I DIGSAFE ('I-888-344-7233) AND VERIFYING THE #1445 OST.-W. BARN. RD. I / / / // ^� 9 RAMP I LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE SCALE 1"=2000'f CRETE I PRIOR TO COMMENCEMENT OF WORK. / / D /,WHEELSTOP N \ ASSESSORS MAP 126 PARCEL 34 & 35 // ,S / / / i 8 STAKED IN PLACE \ I 11. REMOVE TOPSOIL, REPLACE WITH 12" REPROCESSED y / � ' / w REBAR TYP. Z XISTING COMBINED LOT AREA = 130,832 OR 3.0 ACRES / � � / / ( ) 0 N STONE WALL / ASPHALT GRAVEL r^ $ / LOCUS IS WITHIN FEMA FLOOD ZONE C O \ 12. BUILDING MOUNTED LIGHTS PROPOSED. F�c I / l° / AS SHOWN ON COMMUNITY PANEL F to. � // STEP �^ � \ / #250001 0015C DATED 8/19/1985 W/RAILS O / (2) h8"LOCUST y �5 00 \\ rn USE. \ \I // / I / // \ \ \ // 00 AIN ENTRANCE D4 P 12D / VET./CAPE COD ANIMAL HOSPITAL, KENNELS _ — — — — — — — — R�0 TEMPORARY STRUCTURE PROPOSED WHILE ,o.�s', 2p0 op (12GTA��Fp �MpO 20.o FIRE DAMAGED FACILITY REBUILT e fARCRk/HGRAR), \ 13D 1 t�' TEMPORARY PARKING AND BLDGS. g / �� ROPOSED D �a� $ CAT TO BE REMOVED ONCE FACILITY REBUILT. / •'� I / / / SEPTIC . 2 S, �) 14 BASINBENCHMARK: 3 i \ _ .� / CONNECTION . .� MAG NAIL SET, / s' � �3• IN PAVEMENT Q• 4 OPVC 316 AT 2X � �>.• \ p _ _ \ _ / , ► EL = 80.44 / ,�� 1 30\ 15 N1 ZONING SUMMARY F Dq N 3 oohs — t1� • i Z �" / �cOFss t'Cn TEMPORARY 1 s \\ N N ZONING DISTRICT. RF RESIDENTIAL DISTRICT / + \ / / �� ¢� d� /�� / % CONSTRUCTION \ Da SI(NTING � \ FENCING o \ 3 MIN. LOT SIZE 87,120 S.F. TEMPORARY qN%,y 17 \ BOX \ MIN. LOT FRONTAGE 150 Cl HEDGE\ GATE qc< ,y SIGN _ MIN. LOT WIDTH — \ MAP 126 PCL 35 / o /�� / \\ ,SS �� LIGHT LEGEND MIN. FRONT SETBACK 30' DB 415 OST.4W. BARN. RD. / e � X781 \\ �` 18D \ 99'- EXISTING CONTOUR MIN. SIDE SETBACK 15' �. #� / \ MIN. REAR SETBACK 15 �� \ ll?i�PPLE/ 1 / p oil APPROXIMATE WATER SERVICE V.I.F. \ X 99.1 moo• / S ELEC, EXIST. SPOT ELEV. MAX. BUILDING HEIGHT 30' \ \ \-1 \ \ �' \ 1 \\ I �� 80— / / 0 \ // HANDHOLE \\ / — —[§�-- PROPOSED CONTOUR SITE IS LOCATED WITHIN THE AQUIFER `O \�� i �� \ O 198•41 PROPOSED SPOT EL. PROTECTION OVERLAY DISTRICT �,' \\ \\ ANIMAL HOSPITAL b— \ SITE IS LOCATED WITHIN THE RESOURCE 0 \ \ // h �? \0 AND 1 TEST HOLE PROTECTIONd -OVERLAY DISTRICT LEACHING \ CONSTRUCTION �� `' ACCESS - �' 1 2� sLOPE of cRouND SITE IS LOCATED WITHIN THE C.O.MM. FIRE [�, \ ,�. / 3 GAS SERVICE PER DIGSAFE FLAGS sAo \ LEACHP1T— �,\ M H \ " y �, / / o N DISTRICT (WEST BARNSTABLE MAIL ROUTE) 4! �' / / p � �` �� UTILITY POLE ^OQ / / \ IN G NAIL SETSPEEDBUMP \O 1� \ / FIRE HYDRANT ` OWNERS OF RECORD } \ EXISTING INFILTRATORS WPTIC QAL � ry // EL \76.74NORE: NOT ALL SYMISMS MAY APPEAR IN Dk4VMC `� / MCMORROW, HEIDI A _______---1--'TAN<,,-'��+ \ ? — — —7s — — — — — _ / \\ 1411 OST—W BARN ROAD EXISTING �'0 / MAP 126 PCL 34 3 NOTE:STORMWATER RUNOFF \ W BARNSTABLE, MA 02668 DBOX j DRAT \\ \ y / DB 9245 PG 307 DRAINS TO NATURAL \ INV. S ' 411 OST.-W. BARN. RD. GRASS AREAS ONSITE \ \ I s — — — — — 7s MUNSON, SCOTT E TR — — \ \ \ y / / OST— W BARNS RD RLTY TRUST —EXISTING 1415 OST—W BARNS RD STONE WALL W BARNSTABLE, MA 02668 INFILTRATOR, I s' p LEACHING S ?� — —74- — \ APPROXIMATE \ C� TRENCH C.O. k y^r \ / SEPTIC SYSTEM FLAGPOLE NV. ,a\. , / \ \ CONTRACTOR 73.84 \ / \ \ .01H OF Mq�S EXISTING +\ \ _�' / / / j/ — — —72— — — — — — \\ oa��y�NOFMgScyG �oa�' DANIEL 9cy�N WOOLLARD BUILDERS, LLC \� LEACH PIT \\ � � DANIELA. m� o A. / I OJALA a OJALA 3219 MAIN STREET ELE\ EXISTING PAVEMENT / — — \ \ _ � PER CMARKINGS SERVICE / / \ \ \ \\ \ U No 461E N �No.4 980 BARNSTABLE, MA 02630 \ \ EXISTING � } \ ' "� c� ?r2l opt ° sTE a os v / 508-362-2300 \\ k LEAV PIT \I o/ // / \\ DATE DANI A. OJALA, P.E., P.L.S. 9�9 i 1 '� o \ \ \ a^O 9 / \ \ \ APPROXIMATE �� LEACH PIT / SITE PLAN ATE WATER SERVICE V.I. 0 F \ BARNSTABLE #1411/1415 OST. WBARN. RD \ TOWN 1 6 PCL 4 // / ` I \\ ` U) 0VVES!rMA \ DB 4754 PG 225 -1' / / 3 \ \ #450 RACE LANE \ ,�v / c I \ o) O( -- -- - - - - — I / PER I \ \I N 0) t ) PREPARED FOR I / / c ' — I I �' WOOLLARD BLDRS LLC/CC ANIMAL HOSPITAL TEMP TRAILERS FFLR 85.4f \, / // /// �x w I / I I DATE: 3-24-2009 INSULATE PIPE WHERE EXPOSED Scale: l 20 A,Z CLEANOUT OUTSIDE TEMP BLDG / \ ly I 0 10 20 30 40 50 FEET CLEANOUT AT BEND k CAUTION: EXIST. UTILTIES off 508-362-4541 INV. 78.88 O \� I \ \ fax 508-362-9880 x 2 \c \ \ I 1 downcape.com 316' OF 4"0 PVC SEWER AT 2% " H 40 PVC CUT & CAP EXIST. TO MAP 126 PCL BARNSTABLE N\89 99, w I I I 4 OR 6 SDR35 PVC OR 4 SC � \ I I dOWI1 cape engi�ee�ing, //!C. PER VENDORS INV. 72.52 �Op�x c w\ I METER PIT ► ►I civil engineers SPECIFICATIONS �� i land surveyors UTILIZE EXISTING SEPTIC SYSTEM �\I\�w SEPTIC PROFILE \ I � �\ I I 939 Main Street ( Rte sA) k I \w � I I DICE # 09-054 N.T.S. YARMOUTHPORT MA 02675 \�, I G I I 09-054 BASE.DWG TOWN OF BARNSTABLE CEDAR / MAP 126 PCL61 ► \\ / \ I NOTES / DB 4754 PG 225 \ / \ / #1445 OST.-W. BARN. RD. / f 1 / / \\ _ - - - - - - - - _ , oo / /\ / / - - - ti� 1. DATUM IS NGVD29 \ 2. MUNICIPAL WATER IS AVAILABLE IS, - ' HYDRANT \\ ' " // \ \ i I\ TAG 83BOLT 3. MINIMUM PIPE PITCH TO BE 1/e PER FOOT. �ooay�a "CHERRY 233-22' ERRY 2 "OAK 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-ZQ S 71 57'20- E X I X .._..._,_4"CED 5. PIPE JOINTS TO BE MADE WATERTIGHT. I_ CUS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH t ry 310 CMR 15.000 (TITLE V.) Dry / 6"OAK w 7. THIS,PLAN IS FOR PROPOSED'WORK ONLY AND NOT TO �e BE USED FOR LOT LINE STAKINI OR ANY OTHER ,2"OAK 81.9 PURPOSE. k / / \ / � Fk/Sj/� i �ti / g2•�` 8. PIPE FOR SEPTIC SYSTEM ID SCH. 40-4" PVC OR INV. 78.88 „CEDAR 6 SDR35 a OR " PVC. Shubael `�3� 2 MpOR \ + II/ 41. HEDGE ^� 4 $ , '4RYl 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Pond eU/CIA WITHOUT INSPECTION BY BOARD OF HEALTH AND / / I /// 84•g O�(J�FS NO'S / 10 '-�' PERMISSION OBTAINED FROM#OARD OF HEALTH. TOWN OF BARNSTABLE I / MAP 126 PCL 61 / DB 4754 PG 225 I - � / � 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING _ _ / / / N �- I DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP // \ I / / / / RAMP_ \�CP I LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES - �1445 DST.-W. BARN. RD. �`�P y// / // / 9 PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE SCALE 1'=2000'f y / / / 11. SYSTEM FUNCTION TO BE INSPECTED QUARTERLY PER ASSESSORS MAP 126 PARCEL 34 & 35 o, / / 0 8 / 0 \ I TITLE 5. �r I y / � ' XISTING COMBINED LOT AREA = 130,832 OR 3.0 ACRES to STONE WALL / 12. SEE ADDITIONAL NOTES OTHER SHEETS. o� \ l (UPGRADE ONLY) LOCUS IS WITHIN FEMA FLOOD ZONE C c.0. \ (NOT NEW CONST.) AS SHOWN ON COMMUNITY PANEL 'STEP SYSTEM DESIGN. #250001 0015C DATED 8/19/1985 W/R'I� I // GARBAGE DISPOSER IS NOT ALLOWED EXISTING USE: (NO CHANGE PROPOSED) / \ \ (2) 118"LOCUST O \ O DESIGN FLOW: KENNEL VETERINARY OFFICE (REBUILD AFTER FIRE \ / \ / / I / ♦ / / AIN ENTRANCE o' 51 I\ \ \\ / \ I / / - ` I / ��� \ \ ♦♦ / 12 \\ UPSTAIRS APTS,KENNELS3 BEDROOMS GPD/KENNEL10 GPD =2330 GPD VET./CAPE COD ANIMAL HOSPITAL, KENNELS 1\ \ \ \ - - \ I / / \ / � �, / ♦♦ ? - - - - - _ _ , , D4 Ekj�n D \, i RESIDENTIAL APTS. OVER HOSP. 2ND LEVEL \ \ \\ / \ I , / / � - // � / � ♦ � �oo'�' - oo. � <�?�q►�c �P 20.Oo �, USE A 2,880 GPD DESIGN. FLOW TEMPORARY STRUCTURES TO REMAIN WHILE - \ T`egSFq�k� gRy t3 W SEPTIC TAME: 880 GPD (3) = 8640 FIRE DAMAGED FACILITY REBUILT / Rglx i - Dc�l USE A 0000 GAL. SEPTIC TANK 6000 AND 2880 COMPS)) TO BE REMOVED ONCE NEW FACILITY OCCUPIED '��y / EXISTING TEMP RY % \� '`� � \ � I • ( ) / SEPTIC D2 �a' 4' CATC > 5760 & 2880 REQ. O.K. _ I / BENCHMARK: 7 14y� ��� CONNECTION S \�j G BASIN 3 03 3 (� LEACHING: / MAG NAIL SET / `�' y' 4 r, IN PAVEMENT / / � 4"0PVC 316' AT 2% 1 /:-Ix <\\ o UTILIZE PRESSURE DOSED LEACH FIELD PER TITLE 5. EL 80.44 y TEMPORARY / 0� N MAP 126 PCL 35 I / GATE / _ / F 15Da C4 � BOTTOM 58.5' X 6T (.74) = 2,900 GPD ZONING SUMMARY _80 \ / DB 9245 PG 48 I / / Z USE 58.5' X 6T PRESSURE DOSED LEACH FIELD A- - - - \ #1415 QST.-W. BARN. RD. / / / / \ O � � \ , / y / TEMPORARY 1s ; \ � N ZONING DISTRICT: RF RESIDENTIAL DISTRICT // // / FENCINGUCTION SI ISTING \ \ a 3 MIN. LOT SIZE 87,120 S.F. 17 4 \ MAIL �\ MIN. LOT FRONTAGE 150' \ 1,' - -- - _ ♦ // 0J9 �♦ y / HEDGE\\ qc� y SIGN BOX - �,• MIN. LOT WIDTH \ ' / / / ♦�/ ,� ���� X7s 1 \\ S'S�'O7Tq� 18 uGHT r MIN. FRONT SETBACK 30, \ _ ,�� D , rn 'APPLEI / ��0�� 4,P,� / / APPROVED DATE BOARD OF HEALTH MIN. SIDE SETBACK 15 APPROXIMATE WATER SERVICE V.I.F. \ ❑ \, MIN. REAR SETBACK 15 \ \ / ��, D.q-��' / / / q• ELEC. MAX. BUILDING HEIGHT 30' at6\1/�K \\ I ���c��c yQ� / - 0� - " � ' Ohs' O \ / HANDHOLE - \ '� �� / / O / SITE IS LOCATED WITHIN THE AQUIFER ,�o / S�' ` �� / / LE�j E N D. PROTECTION OVERLAY DISTRICT INSPECTION POR \RF \\ 2 \ ` 7 / �� ! 0 / ANIMAL HOSPITAL -' \ 9 SEE DETAIL PG 3 T y, \ 6 d \� - /4 / 2c� / BD \ 9 EXISTING CONTOUR SITE IS LOCATED WITHIN THE RESOURCE - / � / _ CONSTRUCTION 1 X 9s.1 'ROTECTION OVERLAY DISTRICT , lV , �p ♦ / Q• 0 �, '� EXIST. SPOT ELEV. 4" M - �� ' GAS SERVICE PER DIGSAFE FLAGS O ACCESS r� 1 i -' -- S' I D WITHIN THE C.O.MM. FIRE PROPOSE COhIF +c s \ �' c`fi' / s-�, �'.::_:•• J giti `moo - '� � / \ DISTRICT ("WEST BARNSTABLE MAIL ROUTE) BLDG / ' NCHMARKI-MAG AIL,. SEVER1 �O / ] PROPOSED SPOT EL. E98.4 } � ,.� r �¢ NCHMARK: � ;,\ TH, OWNERS OF RECORD \< �' B o} ..' ......:; g CL AREa / �, Q `b i / 3 _ 76.74 ..r.... :.x:^. s ry b 'ry i / \ � TEST HOLE rr..:....::.�- . O DRAIN COVER D / c!`� Q• :w:;. .:;fir^: : ?x: EL 74.37 - - -7 - - - - / \ 2% M M RR Q' •'� 2 8 SLOPE OF GROUND C O OW HEIDI A v MAP 126 P fl 1411 OST W BARN ROAD I CL 34 NOTE:STORMWA R R \ / 3 ...... : . ......... ......... ......... ........ .. .... tom, / o' DB 9245 PG 307 DRAINS TO NATURAL \ uT1urY POLE W BARNSTABLE MA 02668 \ 411 DST.-W. BAR:. ,� RD. GRASS AREAS ONSITE .. ....... ....... ......... .................. 7' <v \ � � � � \ FIRE HYDRANT 1 - 7 6 - MUNSON,i R YA U SON SCOTT E TR 3 N01E NOT ALL S'MBOLS Y APPENt MI DRAWNIG _ OST W BARNS RD RLTY TRUST ........ .... ... / SEWER � \ '::�•::•:�'::��'�:•::'�::���:�:�'�• � _ - - - � -EXISTING of - } \ / (TEMP ONLY) STONE WALL jN "'A of 1415 OST W BARNS RD \ . \ S (H M } 9,- ti :* : \ W BARNSTABLE MA 02668 / _ DANIfiLA. O / - DAME INV. - -74 APPROXIMATE \ -i k S \ CIVIL o� / a •:�,... SEPTIC SYSTEM \ o --� :::�ti.•'.:i}rr{r`••::•r:�r:�i'�•.:�: ii`•. �1`.•.•: i`'�'':'�:••:'r A ...... /;��, �,� ,� / TO REMAIN GENERAL CONTRACTOR -72- / EXI ING � E N ppi�pp \ / ifiL` to �z G.� WOOLLARD BUILDERS LLC PIT} � � 9�lau / o ' �' 3" PRESS E LINE EXISTING PAVEMENT ''� / / - \\ _CIVIL ' 3219 MAIN STREET - W/GA VALVE / / ELECTRIC SERVICE - \ I _ - No.46502 OJALA N CLEANOUT (TYP.) \ };��c`?:;.; ' / `L/ ER MARKINGS / \ I \ \ o eo �� q No.4098 BARNSTABLE, MA 30 / UNSUITABLE REMOVAL LIMIT\ k : ;.;:' / 6" MANI _� /FLAGPOLE // \ \ \ II / \ �Fs �' S FE ` BLE, 026 B LAYER SOIL REMOVAL \ v } O• G� \ \ II -7 Z*c0i NAL ti =1 508-362-2300 '`�` EXI TI 2 LA RA TYP. / / \ � / � uR REQUIRED IN AREA SHOWN. " \ \ LEAC BENCHMARK: BOTTOM OF EXCAVATION 36 BELOW\GRADE MIN. 190 _ / �y.7, I MAG NAIL SET �. / / i \ \ \ DATE DANIEL A. OJALA, P.E., P.L.S. REPLACE WITH CLEAN MEDIUM SAND MEETING 'I' 99. : IN PAVEMENT FILL REQUIREMENT IN 310CMR 15.255(3) APPROXIMATE EL. 73.95 Q 3,804 SF AREA INDICATED, VERIFY IN FIELD \ \ 8�, `� S LEACH PIT S PRDRAINAGE T, 2' STOW = / // /' \\ \ \\ \\ tiFo rA ITLE 5 SEPTIC UPGRADE PLAN / � OF PROPOSED PRESSURE DOSED LEACHING FIELD \\ Ar \ / // PROPOSED FIRE UNE I \ \\ OF 58.5' X 67' 2" LATERALS AT 6' O.C. WITH 1/4" ORIFICES \ TOWN OF BARNSTABLE , / / \\ \ 3 _ #1415 OSTERVILLE. W.BARN. RD AT 5' O.C. WITH OSI ORIFICE SHIELDS. MAP 126 PCL 4 \\ 225 MIR4AFI 14ON FABRIC OVERHED FIELD,STONE EE SECTION MEW THICKNESS \I #450754 RACEGLANE x � / /' � � � 3 \\ \\ LO M WEST BARNSTABLE MA I / / \ \ I �01 GAS SERMCi PER DIGSAFE FI-AGS \\ I N PREPARED FOR WOCLLARD BLDRS LLC/CC ANIMAL HOSPITAL DATE: 3-24-2009 DATE: 7-24-2009 (SEPTIC UPGRADE) / Jr \ \ `�w _ / I I Scale: 1"= 20' jr 0 10 20 30 40 50 FEET k \c \� _ / � \ off 508 362-4541 w\ \w I \ \ fax 508-362-9880 downcape.com TOWN OF BARNSTABLE V MAP 126 PCL 4 down cape eag1neerifg, I/!C. METER P w i II civil engineers land surveyors SHEET \ c w\\ I w I 939 Main Street ( R to 6A) 1 OF 3 DICE ## 09-054 x\ I \w \w II YARMOUTHPORT MA 02675 • ,I• I c 09-054 eASE.DWG .1 B. O. H . VARIANCES: 50 TEST HOLE LOGS cn Q MAXIMUM FEASIBLE COMPLIANCE- LOCAL UPGRADE APPROVAL: ENGINEER: ARNE H. OJALA PE, PLS, SE U NO VARIANCES TO TITLE 5 OR BOH w 40 SYS M CURVE GENERAL NOTES: (APPLY TO ALL SHEETS) REGULATIONS ARE REQUIRED. L� WITNESS: DAVE STANTON, RS TOB HEALTH 1. THE LOCATION OF EXISTING; UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS C) z - 32- - - - MYERS 3.0 HP APPROXIMATE. PRIOR TOI ANY EXCAVATION ON THIS SITE, THE EXCAVATING DATE: 5/28/08 (n � N%l5.5" IMPELLER DIAMETER CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE cn k k 0 - - -- - - 7.2 (1-888 MY-344-7233) AND Y OTHER UTILITIES WHICH MAY HAVE CABLE. PIPE OR <2 MIN. /I N: a w 30 U EQUIPMENT IN THE CQNSTIRUCTION AREA FOR VERIFICATION OF LOCATIONS. PERC. RATE _ �,000 0 2 2. ALL CONSTRUCTION MATERUALS. COMPONENTS. AND METHODS EMPLOYED ON THIS N PROJECT WORK SHALL COINFORM TO THE TOWN OF DENNIS SUBDIVISION REGULATIONS I N N CLASS SOILS P#12572 Q) k AND/OR THE MASSACHUSETRS DEPARTMENT OF PUBLIC WORKS STANDARD H I SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. O I ALL SEPTIC WORK AND MATIERW S TO CONFORM TO 310 CMR 15.00 TITLE 5. H- 20 AND DENNIS HEALTH REGUILATIONS. ,__, ELEV. ELEV. Lo In 3. VERTICAL DATUM IS NGVD219. MUNICIPAL WATER IS AVAILABLE. S" 73.4 Q" ETI74.0 0 0 4. DESIGN LOADING FOR ALL IPRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. A SL A SL , Q 5. COORDINATE UTILITY INSTALILATIONS/DISCONNECTS WITH APPROPRIATE VENDORS. 10YSL 10Y U J 6. SITE/SEPTIC PLAT NOT TO BE UTILIZED FOR 14" 14" Q� 10 LOT LINE STAKING, CONVEYAWCING, OR ANY OTHER PURPOSE EXCEPT INDICATED PERMITTING. B LS B LS 100 CAPACITY - GPM ° 300 7, ALL SEPTIC PIPING 4"* SCIH-40 PVC UNLESS NOTED. 36" 1OYR 5/6 70.4' 36" 10YR 5/6 71 0' (� 8. COMPONENTS NOT TO BE ®ACKFILLED OR CONCEALED WITHOUT PUMP CURVE FOR EFFLUENT PUMP INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED Cl MC S&G ,c FROM BOARD OF HEALTH. 1OYR 4/4 PERC 9. DESIGN ENGINEER TO INSPECT AND CERTIFY CONSTRUCTION OF SEPTIC SYSTEM. 0 TEST 48" SEE INSPECTION NOTES 60% GRAVEL 10. COMPONENTS NOT TO BE IBACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERINIG AND PERMISSION OBTAINED. FIRM C1 MC S&G - 11. NOTE THAT ELECTRICAL CONDUITS ARE NOT ALL SHOWN IN DETAIL, PROVIDE CONDUITS AS REQ. 10YR 4/4 p� 12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, 50% GRAVEL OR NEIGHBORING PREMISES. 108" FIRM �- 13. CONTRACTOR TO VERIFY INVERTS, PRECAST SIZES AND ALL SITE CONDITIONS PRIOR TO ANY CONSTRUCTION. C2 LFS S&G ..Q 1OYR 4/4 126" MED. FIRM 120" 1 14. EXISTING CESSPOOLS AND SEPTIC COMPONENTS, TANKS, CHAMBERS ETC. ON THE SITE SHALL BE REMOVED C2 CS e�T r C3 MCS s AND REPLACED WITH CLEAIN COMPACTED SAND . C3 10YR 4/4 yP°�JS o PG��SEj7s ' d 15. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES w g rn w g do TO BE SUPPORTED OR REWOVED AND REINSTALLED APPROXIMATELY AS SHOWN 144" 61.4' 144" 62.0' s Q<v `� o z¢Q o N CONTRACTOR TO COORDINATTE ALL UTILITY WORK WITH APPROPRIATE VENDORS. p 06 r p O o 0) "o NGWE NGWE �+ � �'�. zoo 0 16. ONSITE TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, ABUTTING INFO GIS, APPROX. ��aWWaa e 17. NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM REQUIRES REMOVAL OF UNSUITABLE SOIL UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH FROM UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED ` WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). Gs SE 18. CONTRACTOR TO VERIFY THAT SEPTIC TANK AND THE PUMP CHAMBER ARE 100X WATER TIGHT. ns�� bd 19. CONTRACTOR TO VERIFY INVERTS. PRECAST SIZES AND ALL SITE CONDITIONS PRIOR TO ANY CONSTRUCTION. i z<v ,.� LL g J'n COVER TO GRADE LeBARON CAST IRON LA0910 ~��¢O oQ` p O, H-20 RATED FEMALE ADAPTOR & THREADED PLUG a�Woa P�a�c = U VALVE BOX TO GRADE WHERE INDICATED 2 CU FT T CONC. OR BLOCKS - N 4" SCH40 PVC 7/ SLEEVE PIPE TO ALLOW - TWO WAY SWEEP MOVEMENT2" RIGID INSULATION PUMP INSTALLATION _ FOR 4" SEWER` /2' WIDE OVER SEWER INSTALLER FO COORDINATE INSPECTIONS �( WHERE <2' COVER 24 HR. NOME REQUIRED. 1. PRESSURE DOSING PUMPS SHALL BE MYERS 3WHV 3-HP PUMPS OR EQUAL CAPABLE OF 225 ;PM AT AN 32 FT TDH: SINGLE PHASE 220 VOLT PUMPS. (USE- 3 f ASE IF AVAIL. INSPECTION SCHEDULE: f ' PUMPS SHALL et'tNSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR STANDARD C LEAN O UT DETAIL THE BARNSTABLE BOARD OF HEALTH SHALL REQUIRE THE FOLLOWING INSPECTIONS: APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR 1. INSPECTION OF UNSLITABLE MATERIAL (IF ANY). FOR THE PUMP(S) IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 2. VERIFICATION OF S01J CONDITIONS AND/OR GROUNDWATER ELEVATION (IF NECESSARY) 3. VERIFICATION OF CEVOOL/LEACH PIT REMOVAL OR ABANDONMENT (IF NECESSARY) 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED OUTSIDE OR WITHIN THE REST. IN AN 4. INSPECTION OF CONitVN WALL MENT WA OR FLOW BARRIER INSTALLATION (IF ANY)� ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND 5. INSPECTION OF THE M - 1 ALL INCH STONE PRIOR TO PLACEMENT LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO 6. FINAL INSPECTION OF ALL COMPONENTS PRIOR TO BACKFILLING THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE 7. FINAL GRADING INSPETON SOIL ABSORPTION SYSTEM. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT 0')o 8. OWNERS ENGINEER 'D INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. 9. ENGINEER TO INSPEQ THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: d- 10. PROPER FUNCTION116 OF THE PUMPS, CONTROLS AND ALARMS SHILL BE DEMONSTRATED BY CLEAN WATER a. PUMPS OFF N TESTING PRIOR TO 61CKFILLING THE SAS FIELD. b. LEAD PUMP ON c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP ELECTRIC SUBSTITIUTES FOR FAILED PUMP) PANELS FORd. PUMPS MUST ALTERNATE w PUMPS & AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. < FAST SYSTEM p ON OUTSIDE BUILDING 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT NEAR EXIST. PANELS. CONTRACTOR TO SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED PROVIDE ALL REQUIRED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE CONDUITS AND CABLES. ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A Ld U ELECTRIC PERMIT REQ. HIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. O f- 3 FROM TOWN. < 0 0 VERIFY INVERTS IN FIELD 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY o z w PRIOR TO ANY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. to m CONSTRUCTION. NOTE RE-ROUTING REQUIRED IY < CONTRACTOR TO PROVIDE PLUMBING WORK Ld Ld J o AND ANY REQUIRED PLUMBING PERMIT'S WITH BUILDING RECONSTRUCTION SLAB 14.7f < < NOTE: CONTRACTOR TO VERIFY ALL PIPES SAWCUT & MATCH PAVEMENT 0 0 o CAN BE CONNECTED BY 74.9t VARIES MATCH EXISTING PAVEMENT GRADE FOR TANKS AS REQUIRED GRAVITY TO ELEVATIONS LISTED r-74.4t VARIES MATCH EXISTING PAVEMUT GRADE INSPECTION PORT SEE DETAIL J PRIOR TO SETTING ANY TANKS. H-20 CAST IRON COVERS H-20 CAST IRON COVER 5' MIN. ELEVATIONS VARY OVER NEW LEACHING. 3' MAX COVER 5' MIN, Q 40" X 30" H-20 GATE VALVE TOP FABRIC EL. 72.0 f- SLAB FOUNDATION S W RISER GRADE CLEANOUTS SEE DETAILS mi nit ALUMINUM HATCH / 0 INV. 1 70.92f V.I.F. �p RIM ELEV. 74.0t V.I.F. 3' W MOM INV. #2 75.0 V.I.F. 4)1- ''BLDG r '4i +. PITCH Z CO J ° =4t I ELEC. .005 M - Q " " INV. 2 TO BE REMOVED 26 AT 2% 10 36" M 70.12 "0SCH40 PV a Z AFTER RELACEMEN'T BUILDING MIN. #1 70.37 70.20 10" TEE 4g OCCUPANCY INV. 78.8f [�] 45' AT 2% 3B" TEE ^� MIN. #2 8'-7" GAS6 TEE 10' T MINT �___I W < ''� Q m LIQ. LEVEL BAFFLE "hpNR p' OF A6000 12X36 VC EL 4"0 SCH40 PVC 60 q p �R VALE PITCH TO DRAIN BACK TO P/C IFOLD po � E- p V BLDG, THEN 6000 GAL COMP. OR EQUAL 00 GAL /C CHECK VALVES INVERT OIF 2" LATERALS LEVEL AT EL 71.88' INV. CENTER 70.7 ENDS 70.9 v_ Co BOTTOM STONE EL 71.38' 28W GAL. COMP. EA. RISER a w �4 w J i45. AT .02 (A < J 0 '� °v a BOTTOM OF REMOVAL APPROX. 3 FT DOWN, SEE LOGS, DEPTH MAY � z � � 9000 GAL H-20 ST1 DUPLEX PUMPS ENGINEER TO INSPECT SOIL REMOVAL a ^ a r SHORING OF EXCAVATION MAY BE REQUIRED. MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) EFFLUENT DOSING PUMPS REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3). p F' ° RESPONSIBILITY OF CONTRACTOR QUOTE ADDITIONAL MATERIAL REMOVE AND REPLACE AT COST PER CUBIC YARD IN CASE REQUIRED. v w co # TO MAINTAIN PUBLIC AND BUILDING SAFETY a SEPTIC SYSTEM SECTION ° 5' REMOVAL OF INSURABLE SOILS REQUIRED. BOT. TH EL. 61.4 � SCALE: NOT TO SCALE REMOVE TO THE BOTTOM OF THE B LAYER SHOWN NO GROUNDWATER FOUND J ON TEST HOLE LOGS. UNSUITABLE MATERIAL MAY VARY, ENGINEER TO 0 INSPECT AND CERTIFY THE REMOVAL 0 QUOTE ADDITIONAL REMOVE/REPLACE AT COST PER CUBIC YARD IN CASE REQUIRED. 09 - 054 DCE # SHEET 2 OF 3 09-054 © 2009 DCE, INC. r ` J CLEANOUT DETAIL: 17'-0" (j) Q LeBARON CAST IRON LA0910 SEE GRAVEL SECTION 2'-10" H-20 RATED FEMALE ADAPTOR & THREADED PLUG U I VALVE BOX TO SLEEVE TO ALLOW MOVEMENT ~ GRADE AT EA. END. SET ON BRICKS O 26" REDUCER 4" TO 2" 24" OPENINGS 5'-1.25 (n 4" OR 2" TEE O '--- ------ 2"0SCH40 PVC o c rn 'L Q " RA INV. I 90' ELECTICAL CONDUIT SWEEP o c► I I 2 4SCH40 LATERAL . LEVEL e , 04� „ I 4" OR 2" RISER » ° EWE 8 1/8 L_d�° VARIES TEE 6 X4" 1 4" ORIFICE IN LATERAL 3"PVC TO PUMP �-- (OR 6"X2") 10'-4.75" I � Q PIT 60" O.C. WITH SHIELDS (TYP.) 0000 o 24" SEE PLAN FOR LOCATIONS DRILL LAST ORIFICE ON TOP 8" KNOCKOUTS `n`r' 6"SCH 40 PVC MANIFOLD BOTTOM STONE EL 71.38' O MANUF. LeBARON, BROCKTON, MA SIDE ELEVATION VIEW MODEL' LT 105 PLAN VIEW c WEIGHT: 430 LEIS BRIE CONC. BASE TYPICAL ACCESS COVER CAST IRON COVER T C) I LATERALS BOTH I NOTE: ALT. 6"X2" ; - . SCALE: 3 4" 1'-0" � WAYS FROM ' 2"+� LATERALS OVER CLEANOUT / I CENTRAL I TEES/RISERS O.K. I 0" TEE NOTE: HEAVY DUTY H-20 COVERS REQUIRED TO PROVIDE WEIGHT TO MEET MANIFOLD ; j a " 10` TEE _ p REQUIREMENT FOR BEING SECURED TO UNAUTHORIZED ACCESS. 310CMR 15.228(2) , c 36 TEE 36" TEE EFF. FLTR o —� I � � ZABEL $ � 1 5' O.C. I 8•-7" A600 12X36 VC 7, 6"SCH40 PVC' ' LIQ. LEVEL OR EQUAL 2X MIN. CROSS SLOPE ON I MANIFOLD ENTRANCE DRIVE ; 6` LIQ. LEVEL I� CAPE COD BERM PITCH 1/8"/FT MIN. TYP. o o LEACHING FIELD 1 12"X3" INTERGRAL WITH TOP COAT , m TO MATCH EXISTING (NOT APPLICABLE THIS SITE) I T 1.0" TOPCOAT MASS DPW ; �0 SECTION VIEW TYPE II zI_ 2 0" BINDER 1/4" ORIFICE AT 5' O.C. I G JSEZTS °'�,y� �JSETTS WITH ORIFICE SHIELD 9.000 GALLON SEPTIC TANK o s ° , I -j y Q moo ' yy z ' SCALE: 1/4" = 1'-0" APPROX. � Q o y o � CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS o Z o d000000000no'o0 oo00o I _ I STEEL REINFORCEMENT' ASTM-AS-615 GRADE 60 s > LL y J oo°O°o°o°o° o 0 0 000 0 Q C V o Z Z > Q ' DESIGN LOADING: AASHTO HS-20 8" REPROCESSED ASPHALT GRAVEL j I MW EXTEND GRAVEL 6" MIN. ti o MDPW SPEC. VIB. ROLLER COMPACTED ' EDGE LEACHINt FIELD PITCH I oWoyao T tioW PAST EDGE PAVE COMPACT SUBGRADE I .005 POUR 1 CU. FT. MIN. , W00 e D �13000 PSI CONC 1 3'PVC TO PUMP THRUST BLOCK ' ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H-20 WHEAL LOADING AROUND CONNECTION , AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS PIT I SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MIANUFACTURERS � Ts I , DRILL LAST ORIFICE IN EACH LATERAL ON TOP o SETTS ' I OF PIPE (12 O'CLOCK POSITION) TO RELEASE INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATTER TIGHT yyP J I ' AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRAATED TO BE coy � A I AIR FROM LATERAL DURING START OF DOSE. � w �m � Qy � o d PAVEMENT CROSS SECTION WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPER?Al1NG PUMPS o z*�4 q �' � w g rn o ul WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. `z NOT TO SCALE ,y� O z w g PIPING DETAILS �_ -,� ��tio °kP� ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM SHOREY '' � hWpp NOT TO SCALE PRECAST, 36 GREAT WESTERN ROAD, N. HARWICH, MA. (OR ACME OR EQ.) ALL COWPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE, AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT 10'-0" TANK JOINTS. 2" SCH-40 PVC LATERAL ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 CAST IRON OR CONC. COVER SEE PROFILE OR EQUAL. �Y APPROX. 140 REQ. (VERIFY) � �`'• 1 4" HOLE AT 5' O.C. YO PRECAST RISER (TYP.) EXTERWAI.`:...;,_ 24" I.D. POWER CORDS'SFIAI�BOX. IN 6 O'CLOCK AND ALT. AT. SHIIELD "� W•QNNECTED 12 O'CLOCK v TO WATERTIGHT NEW A 15�r�,x, CONNECTORS NOT LOCATED 10m EXACT DIAMETER HOLES MORTAR ALL COMPONENTS THE PUMP CHAMBER. SHOULD BE SHOP DRILLED WITH DRAINAGE SLOTS A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. (ENGINEER TO INSPECT) ORIFICE SHIELD DETAIL Ili ALUMINUM HATCH O i 1 NOT TO SCALE 0 40"X30" OPENING _ 3L (2) MYERS PUMPS ON MYERS CIO HATCH TO BE SET IN PRECAST N STAINLESS STEEL RAIL MOUNT 'ypG RONFORCED CONCRETE RISER I� SYSTEMS SIDE—BY—SIDE IN 40" X 30" BILCO H-20 HATCH PUMP RAIL AND DISCONNECT Q 0 0 COMPACT BACKFILL O o 2% SLOPE MIN. Q LATERALS 6' CENTER TO CENTER 0 z Li4 LOAM & SEED ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL cf' COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING I''1 Q m PLAN VIEW AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE I I Ld IRAFI 14ON FABRIC OVER STONE A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SWILL HAVE A LOCK SPECIAL Ld o EL. 72.0' THAT USES A KEY OR SPEC . INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. GATE VALVE RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. � U a� INI 3" TRANSPORT LINE SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. 0 °o°o° °° ° °°o°o°°oo°°o°°00000000$000000000000a0000 0 0 000 2» INV. EL. 71.88 HATCH TO BE SIT IN A CUSTOM POURED PRECAST CONCRETE BASE. ALLOW FOR ATTACHMENT OF 8" �000°e o o°o:00000°o°oo°oo°oo°oo°00000°oo°oo°oo°000°Oa'°oo°oo 0 0 000 PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. LOCATION OF TEES MUST BE o°o°o°o= °000°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°io°o°o 0 0 0 0 °o° WRAP REBAR CONTINUOUS AROUND HATCH FRAME TO RESIST LATERAL LOADS FROM I I DIRECTLY UNDER OPENING. --� ..........°o°°o°o° o°O°o°°o°o°O°o°o°o°°o°°o°°o°o°o°o°o°°oo°°o°o°°o°a°°o°°o°o°O°o°°000 °O°o 6" 000000 0000000°°00000000000000000000000000000a°o°oo°oo°eo°oo°oo°oo°e° 00 EL. 71.38 ALL HARDWARE INSIDE PUMP CHAMBER TO BE STAINLESS STEEL . TRAFFIC OVER HATCH. I I SUPPORT WITH STAINLESS STRAP TO RISER. 0 0 o ALUMINIUM HATCH 40 X 30 RIM ELEV. 74.3t V.I.F. I I — 8" TOTAL OF .75" - 1.5 STONE ORIFICE SHIELD OS200 STAINLESS STEEL BILCO 'H-20 OR EQUAL a 2"0SCH40 PVC LIFTING CHAINS SET IN PRECAST RONFORCED CONCRETE RISER WITH 1/4" ORIFICES DOUBLE WASHED ONLY ORENCO SYSTEMS INC GALVANIZED CHAINS WILL BE WITH 4 4'S CONTINUOUS AROUND MIN. DRILLED AT 5' O.C. ENGINEER TO INSPECT PH. 1-800-348-9843 REJECTED EXTEND OUTLET LINE FROM TEE ALTERNATING UP AND DOWN CLEAN COMPACTED COARSE SAND FILL OR EQUAL SEE DETAIL 3" GATE VALVE AND BOX FROM UNDER COVER DRILL DISTAL END ON TOP. UNDERNEATH LEACHING FIELD PRECAST RISER SEE DETAIL ON RIGHT zco J � NZm < � � a � � Z �r LEACHING FIELD SECTION i` 8" EWE wow ars s NOT TO SCALE 3.60' = 3880 GAL HIGH LEVEL ALARM w m m RESERVE SET 6" ABOVE PUMP ON 4.n 7-11 CHECKVAL �VES W/ WEEPHOLE ABOVE 0' v MANHOLE COVER SEE DETAIL PUMP ON v BALL VALVE ABOVE CHECK VALVE, PIPES MANIFOLD m OL WORKING RANGE 1 o� g V3WHV - 3WHV-3.0 HP TOGETHER IN P/C. a Z o J MORTAR ALL COMPONENTS (TYP.) 5.5' IMP. DIAMETER (2 REQ.) � L0 o- JO 24" I.D. PRECAST CONC. RISER IF REQ. 24" MYERS RA11L SYSTEM DISCONNECT Q �' M w �. �/4'0 PRECAST DONUT 1" OVER FIELD ;STAINLESS STEED Q 4" THICK 4000 PSI CONC. W/WWF17- 6- IPUMP RAILS W// DISCONNECT a T_ .... 18"0 OBSERVATION HOLE IN CTR. LOW LEVEL ALARM GALVANIZED RAILS WILL BE REJECTED BY ENGINEER. E- LEACHING FIELD '••' SET 6" BELOW PUMP OFF ALL HARDWARE INSIDE PUMP CHAMBER TO BE STAINLESS STEEL W Q m •••• 6,000 GALLON PUMP PIT 12" PERF. HDPE / PUMP OUT WELL SCALE: 1/4" - 1'-0"t a TO SAND AT BOTTOM FIELD CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS TEE LOCATION. 0 INSPECTION PORT DETAIL STEEL RD LOADING: MASH HS-AS-615 GRADE 60 DESIGN LOADING: AASHTO HS-20 ACME PRECAST OR SHOREY PRECAST OR EQUAL NOT TO SCALE CONTRACTOR TO VERIFY THAT ALL SEPTIC TANKS AND THE PUMP CHAMBER ARE 100X WATER TIGHT. ENGINEER TO INSPECT 24 HR LEAK TEST 0 9 — 0 5 4 CLASS 1 SOILS: 4 DOSES/DAY. 2880/4-720+DRAINBACK- 800 GAL. DOSE. DCE # SET 12" WORKING RANGE - 1,000 GAL PER DETAIL, 3880 GAL. RESERVE PROVIDED IN P/C. O.K. © 2009 DCE, INC. SHEET 3 OF 3 09-054